Carriageway Sample Clauses

Carriageway. The present carriageway of the Project Highway consists two Lane/two lane with paved shoulder with bituminous pavement and earthen shoulder configuration from Ex. Ch. 00+000 km to Ex. Ch. 21+851 km. The type of the existing pavement of the section is flexible.
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Carriageway. The present carriageway of the Project Highway is intermediate lane. The type of existing pavement is flexible-Earthen, Gravel, and Bituminous.
Carriageway. The present carriageway of the Project is being developed by other agencies and not part of this project.
Carriageway. The present width of main carriageway and shoulders of the Highway-1 are given in 2 13.590 14.820 1.230 BT Less than Single Lane 0.2 to 1.0 3 14.820 15.920 1.100 BT Single Lane 0.5 to 1.0 5 17.120 23.190 6.070 BT Less than Single Lane 1.0 to1.2 7 23.750 26.405 2.655 BT Single Lane 0.8 to 1.2 8 26.405 30.480 4.075 BT Single Lane 0.8 to 1.2 9 30.480 31.450 0.970 Rigid Two- Lane 0.4 to 0.8 10 31.450 33.120 1.670 BT Less than Single Lane 0.8 to 1.0 11 33.120 35.620 2.500 BT Single Lane 0.6 to 0.8 12 35.780 37.050 0.000 Xxxxx ,X Intermediate Lane 0.6 to 0.8 13 37.050 40.580 3.530 BT Single Lane 0.8 to 1.2 14 40.580 41.180 0.600 BT, Rigid Intermediate Lane 0.4 to 0.8 15 41.180 44.530 3.350 BT Single Lane 1.0 to 1.2 16 49.380 61.720 12.340 BT Intermediate Lane 0.6 to 1.2 17 61.720 62.570 0.850 BT, Rigid, K Intermediate Lane - 18 62.570 73.720 11.150 BT Less than Single Lane 0.8 to 1.0 19 73.720 74.570 0.850 BT, Rigid Intermediate Lane 0.5 to 1.0 20 74.570 77.020 2.450 BT Less than Single Lane 0.5 to 1.0 21 77.020 79.020 2.000 BT Single Lane 0.5 to 0.8 22 79.020 86.950 7.930 BT Less than Single Lane 0.8 to 1.2 BT=Bituminous Pavement, CC= Cement Concrete Pavement, K= Kharanja (Stone Pavement)
Carriageway. The present carriageway of the Project Highway is Two Lane. The type of the existing pavement is flexible.

Related to Carriageway

  • Dewatering (a) Where the whole of a site is so affected by surface water following a period of rain that all productive work is suspended by agreement of the Parties, then dewatering shall proceed as above with Employees so engaged being paid at penalty rates as is the case for safety rectification work. This work is typically performed by Employees engaged within CW1, CW2 or CW3 classifications. When other Employees are undertaking productive work in an area or areas not so affected then dewatering will only attract single time rates. (b) Where a part of a site is affected by surface water following a period of rain, thus rendering some areas unsafe for productive work, consistent with the Employer’s obligations under the OH&S Act, appropriate Employees shall assist in the tidying up of their own work site or area if it is so affected. Where required, appropriate Employees will be provided with the appropriate PPE. Such work to be paid at single time rates. Productive work will continue in areas not so affected. (c) To avoid any confusion any ‘dewatering’ time which prevents an Employee from being engaged in their normal productive work is not included in any calculation for the purposes of determining whether an Employee is entitled to go home due to wet weather (refer clauses 32.4 and 32.5)

  • Transport The Parents consent to the Pupil travelling by any form of public transport and / or in a motor vehicle driven by a responsible adult who is duly licensed and insured to drive a vehicle of that type.

  • Transportation Transportation expenses include, but are not limited to airplane, train, bus, and taxi fares, rental cars, parking, mileage reimbursement and tolls that are reasonably and necessarily incurred as a result of conducting State business. Each State agency shall determine the method of and necessity for travel. Transportation will be accomplished and reimbursed in accordance with the best interest of the State. An employee who chooses and is approved to use an alternate method of transportation will be reimbursed only for the method that reflects the best interest of the State.

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